Loading...
Specifications gS�J� �° i5\ l-bs f� RECEIVED FEB i s zoos ,,..,.,.„4„.„,� '' 7'iGANU '..t, #4::. : � WYAT r.ILTDV10NGf DIVIS10�FIRE PROTECTION, IN44110110 `vo4 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT #7 15138 SW HARVEY'S VIEW AVE TIGARD, OR 97224 11 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 7 Contract No.:C16-905 City: Tigard, OR 97223 Project Location: 15138 SW Harveys View Ave Date:2/12/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:m.colley@wyattfirecom Name of Designer: Max Colley Authority Having Jurisdiction: City of Tigard Design Remote Area Name Entry&Office Remote Area Location Occupancy Classification Density(gpm/ft2) 0.05 Area of Application(ft2) 648 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 32.5 Required Pressure at Source(psi) 38.8 Type of System Wet Volume-Entire System (gal) 4.2 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/12/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 7 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Entry & Office n5 n7 n3 n4 108 n 1 0 - Y+ S-c-1 File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/12/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 7 Hydraulic Analysis for : Entry & Office Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :srcl Flow(ppm) Pressure(psi) 0 60 1230 54 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 32.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 32.5 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 38.8 Base of Riser-Flow(gpm) 32.5 Demand w/o System Pump(s) N/A File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/12/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 7 Hydraulic Analysis for : Entry & Office f SI-POI Sysusn L nand 70 SI _ { . z. . 7 , Er. 3J } , It ; 2) i i s I i 1. i i. , 10 I DI 0 ...... ....................... e U 400 5(0 tt00 700 S00 (00 1000 11 CD 1200 1300 i Flow,(JPmI1 File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/12/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 7 Hydraulic Analysis for : Entry & Office Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point#1-Static 0 60 S2 Supply point#2-Residual 1230 54 D1 Elevation Pressure 0 2.6 D2 System Demand 32.5 38.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 41.6 21.1 32.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 324 4.9 0.05 17 10.9 0.05 16.3 11 Sprinkler h2 Overhead 324 4.9 0.05 17 10.9 0.05 16.2 10.9 Sprinkler File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/12/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 7 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply 38.8 -32.5 3 SUPPLY 0 n1 Node 38.1 4 NODE -0.4 . n2 Node 33.3 5 NODE -0.9 n3 Node 29.8 9.5 NODE -2.8 n4 Node 27.9 9.5 NODE -2.8 n5 Node 21.7 18.5 NODE -6.7 n6 Node 16.3 18.5 NODE -6.7 n7 Node 10.7 18.5 NODE -6.7 n8 Node 12.3 9.5 NODE -2.8 n9 Node 11.3 9.5 NODE -2.8 n10 Node 11 9.5 NODE -2.8 1 n11 Node 11 9.5 NODE -2.8 hl Overhead Sprinkler 4.9 16.3 324 11 10.9 9 HEAD Open -0.7 0.05 -2.6 17 h2 Overhead Sprinkler 4.9 16.2 324 10.9 10.9 9 HEAD Open -0.8 0.05 -2.6 17 File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/12/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 7 Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 9 4.9 16.2 1 lx(BM.90)=5 0.5 150 10.9 n11 9.5 16.2 1.101 5 0.0459 -0.2 5.5 0.3 n11 9.5 0 1 lx(BM.Tee-Run)=1 7.17 150 11 n9 9.5 16.2 1.101 1 0.0459 0 8.17 0.4 n9 9.5 16.3 1 lx(BM.Tee-Br)=5 0.75 150 11.3 n8 9.5 32.5 1.101 5 0.1661 0 5.75 1 n8 9.5 0 1 1x(BM.90)=5 9 150 12.3 n7 18.5 32.5 1.101 5 0.1661 -3.9 14 2.3 n7 18.5 0 1 3x(fm.Tee-Run)=5.73 22.67 150 10.7 n6 18.5 32.5 1.101 lx(BM.Tee-Br)=5 10.73 0.1661 0 33.4 5.5 n6 18.5 0 1 3x(fm.Tee-Run)=5.73 21.83 150 16.3 n5 18.5 32.5 1.101 lx(BM.Tee-Br)=5 10.73 0.1661 0 32.56 5.4 n5 18.5 0 1 lx(BM.90)=5 9 150 21.7 n4 9.5 32.5 1.101 5 0.1661 3.9 14 2.3 n4 9.5 0 1 lx(fm.Tee-Run)=1.91 5.67 150 27.9 n3 9.5 32.5 1.101 lx(us.90)=3.82 5.73 0.1661 0 11.4 1.9 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 29.8 n2 5 32.5 1.087 1.19 0.2673 1.9 5.69 1.5 n2 5 0 1 1 0 33.3 Ames2000B n1 4 32.5 0 0 4.4458 0.4 1 4.4 n1 4 0 1 1 120 38.1 srcl 3 32.5 1.087 0 0.2673 0.4 1 0.3 h1 9 4.9 16.3 1 lx(BM.90)=5 0.5 150 11 n10 9.5 16.3 1.101 5 0.0462 -0.2 5.5 0.3 n10 9.5 0 1 lx(BM.Tee-Br)=5 1.5 150 11 n9 9.5 16.3 1.101 5 0.0462 0 6.5 0.3 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 7